Critical state constitutive models and shear loading of overconsolidated clays with deviatoric hardening
This paper presents an enhanced constitutive model integrating deviatoric hardening with a modified yield surface for overconsolidated clayey soils in a general framework of Cam-clay type models. Its performance was assessed with the simulation of drained and undrained triaxial tests on three clays...
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| Principais autores: | , , , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
Sciendo
2019-12-01
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| Serier: | Studia Geotechnica et Mechanica |
| Fag: | |
| Online adgang: | https://doi.org/10.2478/sgem-2019-0024 |
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